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Sample Record for 2023-06-16-39

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Project Information

Project ID: 215057 DEA: 010F5304 EFIS: 0116000018 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299,200-R1.8,R2.7
Work Description: RAISE BRIDGE AND HMA PAVING
Location Description: HUMBOLDT COUNTY NEAR ARCATA AT ROUTE 200/299 SEPARATION
Contractor Name: STEELHEAD CONSTRUCTORS INC
Contractor Address: P. O. BOX 997, PALO CEDRO, CA 96073
Resident Engineer: Brian Winter Structure Rep.: Jarred Burrows

Sample Information

DIME Sample ID: 2023-06-16-39
TL Number from the TL Form: 972439
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2023
The quantity of what the sample constitutes: 1 day of production
A brief description of the sample: 1/2" HMA-A R15 PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-134
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernen

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 20 226
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-06-16-39-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 06/21/2023
Date Tested: 06/21/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1706.1 g
Corrected Asphalt Binder Content 5.37 %
Mass Loss 107.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.91 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 482 C